ST0502B- LR151224� ALLlfil`ICE
�6EOTECHnICRL
_GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway / Retests
Client: City of Coppell
REPORT: Nuclear Field Density Test
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcf)
199925-2 12/21/2015 12.0
122.5
Date Sampled: 12/22/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
LAB NO: 200030-1
Test Method: See Below
TEST RESULTS Report No: 200030-1
Page 1 of 2
Color / Description
Cement Reddish Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location:
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
Wet
Moisture
Dry
Percent
'Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
SG
Retest of Test #1 taken 12/21/15
134.1
12.4
119.3
199925-2
1
+0.4
97.4
Pass
2
SG
Retest of Test #2 taken 12/21/15
134.2
12.8
119.0
199925-2
1
+0.8
97,1
Pass
3
SG
Retest of Test #3 taken 12/21/15
134.7
13.4
118.8
199925-2
i
+1.4
97.0
Pass
4
SG
Retest of Test #4 taken 12/21/15
132.2
12.7
117.3
199925-2
1
+0.7
95.8
Pass
5
Freeport Parkway southbound
132.6
12.6
117.8
199925-2
1
+0.6
96.2
Pass
lane right of centerline at Station
17+50
6
Freeport Parkway southbound
131.4
12.4
116.9
199925-2
1
+0.4
95.4
Pass
lane left of centerline at Station
15+00
7
Freeport Parkway northbound
132.1
12.5
117.4
199925-2
1
+0.5
95.8
Pass
lane left of centerline at Station
15+00
8
Freeport Parkway northbound
131.2
12.7
116.4
199925-2
1
+0.7
95.0
Pass
lane right of centerline at Station
12+50
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
J RLLIRfYCE
{IGGEOTEDinICRL
PGROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway / Retests
Client: City of Coppell
REPORT: Nuclear Field Density Test
Location:
'Test Lift # /
No. Depth
9
10
TEST RESULTS
Date Sampled: 12/22/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
LAB NO: 200030-1
Test Method: See Below
Report No: 200030-1
Page 2 of 2
Gauge No.: 1525 Daily Standard Counts: 12/22/2015 DS: 2418 MS: 465
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
Wet
Moisture
Dry
Percent
Density
Content
Density
Proctor
Spec,
Moisture
Proctor
Pass
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
Freeport Parkway southbound
133.6
12.2
119.1
199925-2
1
+0.2
97.2
Pass
lane right of centerline at Station
2+50
Freeport Parkway northbound
132,3
12.0
118.1
199925-2
1
+0.0
96.4
Pass
lane left of centerline at Station
2+00
Gauge No.: 1525 Daily Standard Counts: 12/22/2015 DS: 2418 MS: 465
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
ALLIf11'ICE
GROUP
Acct ID: 1770
Report Date: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway
Client: City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
File No: C15-0812 Date Sampled: 12/21/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
REPORT. Nuclear Field Density Test LAB NO: 199925
Test Method: See Below
TEST RESULTS Report No: 199925
Page 1 of 2
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date (%) (pcf) Color / Description
191363-1 08/12/2015 12.9 117.2 Red Clayey sand with trace organics
199925-2 12/21/2015 12.0 122.5 Cement Reddish Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
2 95 -2.0 3.0
Location:
Wet Moisture Dry Percent
Test Lift # / Density Content Density Proctor Spec. Moisture Proctor Pass
No. Depth Location (pcf) % (pcf) Number No. Deviation Density Fail
1
SG
Southbound lane Freeport
133.1
19.4
Parkway right of centerline at
Station 14+50
2
SG
Southbound lane Freeport
135.1
14.4
Parkway left of centerline at
Station 11+50
3
SG
Southbound lane Freeport
125.7
17.8
Parkway right of centerline at
Station 9+50
4
SG
Northbound lane Freeport
143.6
10.4
Parkway right of centerline at
Station 8+50
5
SG
Northbound lane Freeport
129.8
19.4
Parkway left of centerline at
Station 11+00
Orig: City of Coppell (Coppell,
TX) Attn: Mr. Rick O'Dell (1 -cc copy)
111.5 199925-2 1 +7.4 91.0 Fail
118.1 199925-2 1 +2.4 96.4 Pass
106.7 199925-2 1 +5.8 87.1 Fail
130.1 199925-2 1 -1.6 106.2 Fail
108.7 199925-2 1 +7.4 88.7 Fail
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIAI'ICE
GRCUF
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway
Date Sampled: 12/21/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 199925
Test Method: See Below
Location:
Test Lift # /
No. Depth Location
TEST RESULTS Report No: 199925
Page 2 of 2
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
6 SG Northbound lane Freeport 137.9 12.5
Parkway right of centerline at
Station 13+00
7 Final Box culvert fill at Station 16+75 132.1 13.6
8 Final Box culvert fill at Station 18+00 131.3 13.6
122.6
199925-2
1
+0.5
100.1
Pass
116.3
191363-1
2
+0.7
99.2
Pass
115.6
191363-1
2
+0.7
98.6
Pass
Gauge No.: 1525 Daily Standard Counts: 12/21/2015 DS: 2407 MS: 462
Test Methods: ASTM D6938-10
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
DOES NOT CONFORM
Respectfully Submitted,
Alliance Geotechnical Group
,gal -4
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.